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Testing Report for 2017-11-29-17-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 120M4904
EFIS: 1212000090
Project ID: 211513
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-1.2/2.2
Work Description: WIDEN FWY AND BRIDGE AND CONSTRUCT RW, SOUND WALL, AND CONC BARRIERS.
Location Description: ORANGE COUNTY IN SAN CLEMENTE FROM 0.1 MILE NORTH OF AVENIDA MENDOCINO OVERCROSSING TO 0.2 MILE SOUTH OF AVENIDA PRESIDIO UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Steve Kinaly
Structure Rep.: Imad Karam

Sample Information

DIME Sample ID: 2017-11-29-17
TL Number from the TL Form: C741439
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 11/29/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/4/2017
The quantity of what the sample constitutes: 1
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dynatect Cal Neva

Material Information

Mfg. Lot Number(s): 112717
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 1" x 6" x 8"
Comments: Unknown
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynatect
Batch Number: NA

Test Information

DIME Test ID: 2017-11-29-17-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Date Tested: 12/6/2017
Verified Date: 12/8/2017
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.07 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 4000 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.07 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 3714.3 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.071 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 3651.7 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 3714.3 lbf/in^2